DR0001-LR030530TERRA MAR GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone (972) 488 -8800 fax(972) 488 -8080
In -Place Soil Moisture /Density Tests by Nuclear Method
Client: City of Coppell Report Distribution: (1) City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -015
Report Date: 05/30/2003
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Mai mvnaerma
Curve No. Test Method Material Description
9734 ASTM D -698 -A Brownish Gray Sandy Clay w/ Concrete Fragments
Date Tested: 05/23/2003
Technician: Mohammed A. Kashem
sture % Density 1
13.5 112.0
Test
No
Elevation
or Lift
Location
Ref.
Curve
Probe
Depth
Percent
Moisture
Wet Density
(pcf)
Dry Density
(pcf)
Percent
Density
16.0
Grade
Street cut for 21" storm sewer at South
9734
0'
13.0
1217
107.7
96.2
bound MacArthur at left lane at 150' South
from Phillips Dr.
9734
6"
12.0
121A
108.4
96.8
17.0
Grade
Street cut for 21" RCP at North bound
MacArthur at 300' North from Samuel Blvd.
18.0
Grade
Street cut for 24" RCP at South bound
9734
6"
11.9
121.9
108.9
972
MacArthur at 63' North from Samuel Blvd.
Test results on this report meet project specification.
Test Methodist: ASTM D -2922. ASTM D -3017
Gauge: Troxler Gauge SN: 33086 Std, Density Count: 2806 Std. Moisture Count: 714
TERRA -MAR, INC. Mike Fuller
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein. is strictly prohibited without the express written consent of TMI.
Paee I of I
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